JP2000046105A - Base isolation bed - Google Patents

Base isolation bed

Info

Publication number
JP2000046105A
JP2000046105A JP10214579A JP21457998A JP2000046105A JP 2000046105 A JP2000046105 A JP 2000046105A JP 10214579 A JP10214579 A JP 10214579A JP 21457998 A JP21457998 A JP 21457998A JP 2000046105 A JP2000046105 A JP 2000046105A
Authority
JP
Japan
Prior art keywords
spherical concave
base plate
concave curved
spherical
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10214579A
Other languages
Japanese (ja)
Inventor
Tadashi Hatakeyama
忠 畠山
Koichi Shibata
耕一 柴田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10214579A priority Critical patent/JP2000046105A/en
Publication of JP2000046105A publication Critical patent/JP2000046105A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation bed capable of surely performing base isolation from a shake in an omni-direction of 360 deg. horizontal direction, and capable of providing miniaturization with a wide range of application, and further with a cost reduced to be excellent in handling. SOLUTION: A bed plate 2 mounting a protection article, base plate 1, and an intermediate plate 3 are provided, three or more spherical concave surfaces 4 are respectively formed in upper/lower both surfaces of the intermediate plate 3, and a free bearing 5 having a spherical rotary body 5a in a tip end, opposed to each spherical concave surface 4 formed in the upper/lower both surfaces of the intermediate plate 3, is fixedly provided in an upper surface of the base plate 1 and a lower surface of the bed plate 2 so as to abut to a center position of the opposed spherical concave surface 4, and the bed plate 2 and the intermediate plate 3 are mounted swivelably in an omni-direction of 360 deg. horizontal direction with the plates left as holding a horizontal condition, by rolling action of each spherical concave surface 4 and spherical rotary body 5a. Even when the base plate 1 is shaken by an earthquake or the like, since this shaking is damped by a shake absorbing mechanism of upper/lower two-step constitution, a protection article mounted on the bed plate 2 is prevented from dropping by a tumble.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地震等による揺れ
を吸収するための免震台に係り、特に、美術工芸品や骨
董品等の比較的小型の物品の保護に用いて好適な免震台
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation table for absorbing shaking caused by an earthquake or the like, and more particularly to a seismic isolation suitable for protecting relatively small articles such as arts and crafts and antiques. About the stand.

【0002】[0002]

【従来の技術】地震等による揺れを吸収して転倒や倒壊
を防止するために、従来より種々の免震装置が開発さ
れ、提供されている。例えば、建物等の大型建造物の免
震装置としては、建物の基礎部と上部構造物との間に弾
性を有する高分子物質と金属板とを交互に積層したダン
パを介装することにより揺れを吸収するようにしたもの
等が知られている。
2. Description of the Related Art Conventionally, various seismic isolation devices have been developed and provided in order to absorb a shaking caused by an earthquake or the like to prevent a fall or a fall. For example, as a seismic isolation device for a large building such as a building, a vibration is caused by interposing a damper in which a polymer material having elasticity and a metal plate are alternately stacked between a foundation portion of the building and an upper structure. And the like are known.

【0003】一方、美術工芸品や骨董品等の比較的小型
の物品を保護するための免震台としては、例えば図13
に示すようなものが知られている。この図13の免震台
は、下板81の上面に円弧状の二本のレール82,82
を設け、この二本のレール82,82上に、両端に転動
用コロ83,83を連結した2つの車輪84,84を掛
け渡して載せると共に、この2つの車輪84,84上に
中板85を固設している。
On the other hand, seismic isolation tables for protecting relatively small articles such as arts and crafts and antiques are shown in FIG.
The following are known. The seismic isolation table of FIG. 13 has two arc-shaped rails 82, 82 on the upper surface of a lower plate 81.
And two wheels 84, 84 having rolling rollers 83, 83 connected to both ends thereof are laid over the two rails 82, 82, and an intermediate plate 85 is mounted on the two wheels 84, 84. Is fixed.

【0004】そして、この中板85の上面に、円弧状の
二本のレール86,86を前記下板81のレール82,
82と直交する向きに設け、この二本のレール86,8
6上に、両端に転動用コロ87,87を連結した2つの
車輪88,88を掛け渡して載せると共に、この2つの
車輪88,88上に保護物品を載せる台板89を固設し
たもので、地震等によって建物が揺れた場合、その揺れ
を直交配置した2組のレールと車輪の転がり作用によっ
て吸収し、地震等の揺れが保護物品を載せた台板89に
減衰して伝わるものである。
On the upper surface of the middle plate 85, two arc-shaped rails 86, 86 are attached to the rails 82, 86 of the lower plate 81.
82, the two rails 86, 8
6, two wheels 88, 88 having rolling rollers 87, 87 connected to both ends thereof are laid over the wheel 6, and a base plate 89 for mounting a protective article on the two wheels 88, 88 is fixed. When the building shakes due to an earthquake or the like, the shaking is absorbed by the rolling action of the two sets of rails and wheels arranged orthogonally, and the shaking of the earthquake or the like is attenuated and transmitted to the base plate 89 on which the protective article is placed. .

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記し
た従来の免震台は、レールと車輪をX軸方向とY軸方向
に向けて2段に重ねて設けなければならず、さらに、ス
プリング,ダンパ等の補助的な震動吸収機構を組み合わ
せる必要があるため、構造が複雑で嵩張ってしまうとい
う問題があった。また、構造が複雑なため、免震台を或
る程度以上に小型化することが難しく、美術工芸品や骨
董品等の比較的小型の保護物品に用いようとすると、個
々の保護物品に合わせて特別注文で作らざるを得ず、高
価になってしまうという問題があった。
However, in the above-mentioned conventional seismic isolation table, rails and wheels must be provided in two stages in the X-axis direction and the Y-axis direction. However, there is a problem that the structure is complicated and bulky because it is necessary to combine auxiliary vibration absorbing mechanisms such as the above. In addition, because of the complicated structure, it is difficult to make the seismic isolation table smaller than a certain size, and if it is used for relatively small protective articles such as arts and crafts and antiques, it will be necessary to fit individual protective articles. There was a problem that it had to be made by special order and it became expensive.

【0006】本発明は、上記のような問題を解決するた
めになされたもので、水平方向360°の全方向につい
てその揺れを確実に免震することができると共に、小型
化が可能で適用範囲が広く、しかも安価で取り扱いに優
れた免震台を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and it is possible to surely isolate the shaking in all directions of 360 ° in the horizontal direction, and at the same time, it is possible to reduce the size and apply the present invention. The purpose is to provide a seismic isolation table that is wide, inexpensive, and excellent in handling.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、請求項1の免震台は、保護物品を載せる台板と、床
等の設置面上に載置される基板と、これら台板と基板と
の間に介装された中板とを備え、前記中板の上下両面に
は、球状凹曲面がそれぞれ3個以上形成されていると共
に、前記基板の上面と前記台板の下面には、前記中板の
上下両面に形成された各球状凹曲面に対向させて、先端
に回転自在な球状回転体を備えたフリーベアリングが該
対向する球状凹曲面の中心位置にそれぞれ当接するよう
に固設されており、これら当接する各球状凹曲面と球状
回転体との転がり作用によって、前記台板と中板をそれ
ぞれ水平状態を保ったまま水平方向360°の全方向に
揺動自在としたことを特徴とするものである。
In order to achieve the above object, a seismic isolation table according to claim 1 includes a base plate on which a protective article is mounted, a substrate mounted on an installation surface such as a floor, and the base plate. And a middle plate interposed between the base plate and the upper and lower surfaces of the middle plate, on each of which three or more spherical concave surfaces are formed, and on the upper surface of the substrate and the lower surface of the base plate. The free bearing provided with a rotatable spherical rotating body at the tip is opposed to each spherical concave curved surface formed on the upper and lower surfaces of the middle plate so that the free bearing abuts the center position of the opposed spherical concave curved surface. The rolling action between the spherical concave curved surface and the spherical rotating body that are in contact with each other makes the base plate and the intermediate plate swingable in all directions of 360 ° in the horizontal direction while maintaining the horizontal state. It is characterized by the following.

【0008】請求項2の免震台は、保護物品を載せる台
板と、床等の設置面上に載置される基板と、これら台板
と基板との間に介装された中板とを備え、前記基板の上
面と前記台板の下面には、球状凹曲面がそれぞれ3個以
上形成されていると共に、前記中板の上下両面には、前
記基板の上面と台板の下面に形成された各球状凹曲面に
対向させて、先端に回転自在な球状回転体を備えたフリ
ーベアリングが該対向する球状凹曲面の中心位置にそれ
ぞれ当接するように固設されており、これら当接する各
球状凹曲面と球状回転体との転がり作用によって、前記
台板と中板をそれぞれ水平状態を保ったまま水平方向3
60°の全方向に揺動自在としたことを特徴とするもの
である。
According to a second aspect of the present invention, there is provided a base isolation plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and a middle plate interposed between the base plate and the substrate. And three or more spherical concave curved surfaces are formed on the upper surface of the substrate and the lower surface of the base plate, respectively, and the upper and lower surfaces of the middle plate are formed on the upper surface of the substrate and the lower surface of the base plate, respectively. A free bearing having a rotatable spherical rotator at its tip is fixedly provided so as to abut the center position of the opposed spherical concave curved surface so as to face each of the spherical concave curved surfaces. By the rolling action of the spherical concave curved surface and the spherical rotating body, the base plate and the intermediate plate are kept in the horizontal direction 3 while maintaining the horizontal state.
It is characterized by being swingable in all directions of 60 °.

【0009】請求項3の免震台は、保護物品を載せる台
板と、床等の設置面上に載置される基板と、これら台板
と基板との間に介装された中板とを備え、前記中板の上
下両面には、球状凹曲面がそれぞれ3個以上形成されて
いると共に、前記基板の上面と前記台板の下面には、前
記中板の上下両面に形成された各球状凹曲面に対向させ
て球状凹曲面がそれぞれ形成されており、前記上下に向
き合って対向する各球状凹曲面の間に回転自在な球状回
転体を挟み込み、これら当接する各球状凹曲面と球状回
転体との転がり作用によって、前記台板と中板をそれぞ
れ水平状態を保ったまま水平方向360°の全方向に揺
動自在としたことを特徴とするものである。
[0009] A seismic isolation table according to a third aspect of the present invention is a base plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and an intermediate plate interposed between the base plate and the substrate. On the upper and lower surfaces of the middle plate, three or more spherical concave curved surfaces are respectively formed, and on the upper surface of the substrate and the lower surface of the base plate, each formed on the upper and lower surfaces of the middle plate. Spherical concave curved surfaces are respectively formed so as to face the spherical concave curved surfaces, and a rotatable spherical rotating body is sandwiched between the spherical concave curved surfaces opposed to each other vertically, and the spherical concave curved surfaces that come into contact with these spherical concave curved surfaces and the spherical rotation By the rolling action with the body, the base plate and the intermediate plate can be swung in all directions of 360 ° in the horizontal direction while maintaining the horizontal state.

【0010】請求項4の免震台は、保護物品を載せる台
板と、床等の設置面上に載置される基板と、これら台板
と基板との間に介装された中板とを備え、前記中板の上
下両面には、球状凹曲面がそれぞれ3個以上形成され、
前記基板の上面には、前記中板の下面に形成された各球
状凹曲面に対向させて球状凹曲面が形成されていると共
に、該対向する球状凹曲面の間には回転自在な球状回転
体が挟み込まれ、かつ、前記台板の下面には、前記中板
の上面に形成された各球状凹曲面に対向させて、先端に
回転自在な球状回転体を備えたフリーベアリングが該対
向する球状凹曲面の中心位置にそれぞれ当接するように
固設されており、これら当接する各球状凹曲面と球状回
転体との転がり作用によって、前記台板と中板をそれぞ
れ水平状態を保ったまま水平方向360°の全方向に揺
動自在としたことを特徴とするものである。
According to a fourth aspect of the present invention, there is provided a seismic isolation table including a base plate on which a protective article is mounted, a substrate mounted on an installation surface such as a floor, and a middle plate interposed between the base plate and the substrate. And three or more spherical concave curved surfaces are formed on both upper and lower surfaces of the middle plate, respectively.
A spherical concave surface is formed on the upper surface of the substrate so as to face each spherical concave surface formed on the lower surface of the middle plate, and a spherical rotating body rotatable between the opposed spherical concave surfaces. And a free bearing having a rotatable spherical rotating body at the tip thereof is provided on the lower surface of the base plate so as to face each spherical concave curved surface formed on the upper surface of the middle plate. It is fixed so as to abut on the center position of the concave curved surface, and the rolling action of each of the spherical concave curved surfaces and the spherical rotator abuts on the base plate and the intermediate plate while keeping the horizontal state in the horizontal direction. It is characterized in that it can swing in all directions of 360 °.

【0011】請求項5の免震台は、前記請求項1〜4の
免震台において、前記基板と中板の間及び中板と台板の
間に、水平方向の揺動を減衰するブレーキ機構を設けた
ことを特徴とするものである。
According to a fifth aspect of the present invention, in the seismic isolation table of the first to fourth aspects, a brake mechanism for damping horizontal swing is provided between the substrate and the middle plate and between the middle plate and the base plate. It is characterized by the following.

【0012】請求項6の免震台は、前記請求項5の免震
台において、前記ブレーキ機構が摩擦抵抗を利用した接
触摩擦式のブレーキ機構であることを特徴とするもので
ある。
According to a sixth aspect of the present invention, in the seismic isolation table of the fifth aspect, the brake mechanism is a contact friction type brake mechanism utilizing frictional resistance.

【0013】請求項7の免震台は、前記請求項5の免震
台において、前記ブレーキ機構が同一極性の永久磁石同
士の磁気反発力を利用した磁気反発式のブレーキ機構で
あることを特徴とするものである。
According to a seventh aspect of the present invention, in the seismic isolation table of the fifth aspect, the brake mechanism is a magnetic repulsion type brake mechanism utilizing magnetic repulsion between permanent magnets having the same polarity. It is assumed that.

【0014】請求項8の免震台は、前記請求項5の免震
台において、前記ブレーキ機構が球状凹曲面の周縁部を
中心部よりも急峻に立ち上がらせた曲面からなる重力引
き戻し式のブレーキ機構であることを特徴とするもので
ある。
According to an eighth aspect of the present invention, there is provided the seismic isolation table according to the fifth aspect, wherein the brake mechanism comprises a curved surface in which the peripheral portion of the spherical concave curved surface rises more steeply than the center portion. It is a mechanism.

【0015】請求項9の免震台は、前記請求項1〜8の
免震台において、前記中板を境界として、中板よりも上
側に位置する球状凹曲面と、中板よりも下側に位置する
球状凹曲面の曲率半径を異ならしめたことを特徴とする
ものである。
A quake isolator according to a ninth aspect of the present invention is the quake isolator according to any one of the first to eighth aspects, wherein a spherical concave surface located above the middle plate with the middle plate as a boundary, and a lower surface below the middle plate. Is characterized by having different radii of curvature of the spherical concave curved surface located at the position.

【0016】[0016]

【作用】地震等から保護すべき物品、例えば美術工芸品
や骨董品等を本発明の免震台の台板上に載せる。地震等
によって建物が揺れると、建物の床面等に接している基
板も一緒になって揺れるが、台板は慣性によりその位置
に止まろうとする。このため、基板と中板、中板と台板
の間にそれぞれ形成された球状凹曲面とフリーベアリン
グからなる揺れ吸収機構、あるいは球状凹曲面と球状回
転体からなる揺れ吸収機構の転がり作用によって地震等
による揺れが減衰され、台板まで伝わることがほとんど
なくなる。
The object to be protected from earthquakes, for example, arts and crafts and antiques, is placed on the base plate of the seismic isolation table of the present invention. When the building shakes due to an earthquake or the like, the board in contact with the floor surface of the building also shakes, but the base plate tends to stop at that position due to inertia. For this reason, the vibration absorption mechanism composed of a spherical concave surface and a free bearing formed between the substrate and the intermediate plate, the intermediate plate and the base plate, respectively, or the vibration absorption mechanism composed of the spherical concave surface and the spherical rotator causes a rolling action due to an earthquake or the like. The shaking is attenuated and hardly reaches the base plate.

【0017】しかも、球状凹曲面とフリーベアリングあ
るいは球状回転体から構成される揺れ吸収機構は、水平
状態を保ったまま水平方向360°の全方向について揺
動自在であるので、あらゆる方向の揺れを効果的に減衰
することができる。
Further, the swing absorbing mechanism composed of the spherical concave curved surface and the free bearing or the spherical rotating body can swing freely in all directions of 360 ° in the horizontal direction while maintaining the horizontal state. It can be attenuated effectively.

【0018】また、接触摩擦式、磁気反発式、あるいは
重力引き戻し式等のブレーキ機構を付設した場合には、
適度な中板と台板の水平方向の揺れに対して適当な制動
がかかるので、地震が終わっても揺れ続けようとする中
板と台板の揺れを速やかに減衰することができる。ま
た、地震時に中板と台板が大きく揺れて基板上から脱落
してしまうというようなことを防止できる。
When a brake mechanism such as a contact friction type, a magnetic repulsion type, or a gravity pull back type is provided,
Appropriate braking is applied to the moderate sway of the middle plate and the base plate in the horizontal direction, so that the sway of the middle plate and the base plate, which tends to continue to shake even after the earthquake, can be quickly attenuated. Further, it is possible to prevent the middle plate and the base plate from shaking greatly and falling off from the substrate during an earthquake.

【0019】さらに、中板を境界として、例えば、中板
よりも下側に位置する球状凹曲面の曲率半径を小さく
(すなわち、球状凹曲面の深さを深く)し、中板よりも
上側に位置する球状凹曲面の曲率半径を大きく(すなわ
ち、球状凹曲面の深さを浅く)構成すれば、周期の短い
激しい揺れを曲率半径の小さな下側の球状凹曲面部分で
効率よく減衰し、さらに周期の長い小さなゆれを上側の
曲率半径の大きな球状凹曲面部分で効率よく減衰するこ
とができる。このため、色々な周期と強さの振動を極め
て効果的に減衰することが可能となる。
Further, with the middle plate as a boundary, for example, the radius of curvature of the spherical concave surface located below the middle plate is reduced (that is, the depth of the spherical concave surface is increased), and the radius of curvature is increased above the middle plate. If the radius of curvature of the located spherical concave surface is made large (that is, the depth of the spherical concave surface is made shallow), violent shaking with a short period is efficiently attenuated by the lower spherical concave surface portion having a small radius of curvature, and Small fluctuations having a long period can be efficiently attenuated by the upper spherical concave curved portion having a large radius of curvature. For this reason, it is possible to extremely effectively attenuate vibrations of various periods and intensities.

【0020】また、中板と台板は水平を保ったまま水平
方向360°の全方向に平行移動しながら揺動するの
で、地震時に台板が傾いて保護物品が滑り落ちたり、倒
れたりするようなこともない。
Further, since the middle plate and the base plate swing while moving in parallel in all directions of 360 ° in a horizontal direction while keeping the horizontal position, the base plate is tilted and the protective article slips or falls down during an earthquake. There is no such thing.

【0021】[0021]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照して説明する。図1(a)(b)に、本発
明に係る免震台の第1の実施の形態を示す。図におい
て、1は床面や陳列台等の設置面上に直接あるいは免震
台設置用金具7を介して載置される基板、2はその上面
に美術工芸品や骨董品等の保護物品を載せるための台板
であって、これら基板1と台板2の間に中板3が介装さ
れ、この中板3の上下両面に、所定の曲率半径Rからな
る球状凹曲面4がそれぞれ3個づつ三角形の頂点位置に
形成されている。
Embodiments of the present invention will be described below with reference to the drawings. 1A and 1B show a first embodiment of a seismic isolation table according to the present invention. In the figure, reference numeral 1 denotes a substrate placed directly on a floor or a mounting surface such as a display stand or via a seismic isolation table mounting bracket 7, and 2 denotes a protective article such as arts and crafts or antiques on its upper surface. A middle plate 3 is interposed between the base plate 1 and the base plate 2. A spherical concave curved surface 4 having a predetermined radius of curvature R is provided on both upper and lower surfaces of the middle plate 3. Each is formed at the vertex position of a triangle.

【0022】そして、前記基板1の上面には、中板3の
下面に形成された前記3個の球状凹曲面4のそれぞれに
対向させて、その先端に回転自在な球状回転体5aを備
えた3個のフリーベアリング5が球状凹曲面4の中心位
置に一致させてそれぞれ固設され、また、前記台板2の
下面には、中板3の上面に形成された前記3個の球状凹
曲面4のそれぞれに対向させて、その先端に回転自在な
球状回転体5aを備えた3個のフリーベアリング5が球
状凹曲面4の中心に一致させてそれぞれ固設されてい
る。
The upper surface of the substrate 1 is provided with a rotatable spherical rotator 5a at the tip thereof so as to face each of the three spherical concave curved surfaces 4 formed on the lower surface of the intermediate plate 3. Three free bearings 5 are fixedly provided respectively in alignment with the center position of the spherical concave curved surface 4, and the three spherical concave curved surfaces formed on the upper surface of the middle plate 3 are provided on the lower surface of the base plate 2. The three free bearings 5 each having a rotatable spherical rotating body 5 a at the end thereof are fixedly opposed to each of the spherical surfaces 4 so as to coincide with the center of the spherical concave curved surface 4.

【0023】上記のように、中板3の上下両面に形成さ
れた3個の球状凹曲面4のそれぞれを、基板1の上面と
台板2の下面に固設された各フリーベアリング5の球状
回転体5aに当接させることにより、基板1上におい
て、台板2と中板3が常に水平状態を保ったまま水平方
向360°の全方向に自在に揺動できるように構成され
ている。
As described above, each of the three spherical concave curved surfaces 4 formed on the upper and lower surfaces of the middle plate 3 is connected to the spherical surface of each free bearing 5 fixed on the upper surface of the substrate 1 and the lower surface of the base plate 2. The base plate 2 and the intermediate plate 3 are configured to be freely swingable in all directions of 360 ° in the horizontal direction while being kept horizontally on the substrate 1 by being brought into contact with the rotating body 5a.

【0024】前記球状凹曲面4の曲率半径Rと曲面差し
渡し径Lは、台板2上に載せる保護物品の大きさや重
さ、吸収すべき振動の最大揺れや周期等によって異な
り、その目的に応じた最適な曲率半径Rと曲面差し渡し
径Lが選択される。
The radius of curvature R and the radius L of the curved surface of the spherical concave curved surface 4 vary depending on the size and weight of the protective article placed on the base plate 2, the maximum vibration and period of the vibration to be absorbed, and the like. The optimum curvature radius R and the curved surface passing diameter L are selected.

【0025】なお、中板4の上面側の球状凹曲面と下面
側の球状凹曲面とでその曲率半径Rを変えてやれば、曲
率半径の小さな球状凹曲面側で周期の短い激しい揺れを
効率よく減衰し、さらに、曲率半径の大きな球状凹曲面
側で周期の長い小さな揺れを効率よく減衰することがで
き、地震発生時における初期微動から本震、余震に至る
まで、様々な振動に対してより効果的に対処することが
できる。
If the radius of curvature R is changed between the spherical concave curved surface on the upper surface side and the spherical concave curved surface on the lower surface side of the middle plate 4, the vibrating vibration having a short cycle can be efficiently performed on the spherical concave curved surface having a small radius of curvature. It can attenuate well and efficiently attenuate small long-period shaking on the spherical concave surface with a large radius of curvature, and it is more effective against various vibrations from initial tremor to main shock and aftershock during an earthquake. Can be dealt with effectively.

【0026】前記球状凹曲面4を形成する中板3として
は、主として金属(鉄、真鍮、ステンレス鋼、アルミ
等)や硬質合成樹脂等の硬くて経年変化の起こりにくい
素材が使用されるが、これらのみに限定されるものでは
なく、例えば、木材等で構成された球状凹曲面4の表面
を金属や硬質合成樹脂等でライニングしたり、あるい
は、後述(図12)するように、球状凹曲面4を別体に
製造しておき、この球状凹曲面4を芯材の両面に張り合
わせる等の方法を採用してもよい。
As the intermediate plate 3 forming the spherical concave curved surface 4, a hard material which is hard to change over time, such as a metal (iron, brass, stainless steel, aluminum, etc.) or a hard synthetic resin, is mainly used. However, the present invention is not limited to these. For example, the surface of the spherical concave curved surface 4 made of wood or the like may be lined with metal or hard synthetic resin, or as described later (FIG. 12). 4 may be manufactured separately, and the spherical concave curved surface 4 may be bonded to both surfaces of the core material.

【0027】フリーベアリング5の具体的な構造例を図
2(a)(b)に示す。(a)は上向き用のフリーベア
リング、(b)は下向き用のフリーベアリングを示すも
ので、鋼球あるいは硬質樹脂等で作られた球状回転体5
aがベアリング基台5bの先端面に位置してベアリング
5cで囲むように埋め込まれており、ベアリング5cの
滑り作用によって球状回転体5aが360度あらゆる方
向に自在に回転できるように構成されているものであ
る。
FIGS. 2A and 2B show a specific example of the structure of the free bearing 5. (A) shows an upward free bearing, and (b) shows a downward free bearing. A spherical rotating body 5 made of steel ball or hard resin or the like is shown.
a is located at the tip end surface of the bearing base 5b and is embedded so as to be surrounded by the bearing 5c. The sliding action of the bearing 5c allows the spherical rotating body 5a to freely rotate 360 degrees in any direction. Things.

【0028】免震台設置用金具7の具体的な構造例を図
3に示す。図示例の免震台設置用金具7は、固定金具7
aによって基板1の下面に取り付けられたゴムやコイル
スプリング等からなる筒状ダンパ7bと、筒状ダンパ7
bの中心位置に挿通されたネジ付きシャフト7cと、該
ネジ付きシャフト7cの下端部に固設されたスライダ7
dと、位置固定用のロックナット7e,7fと、シャフ
ト抜け防止用リング7gとから構成されている。スライ
ダ7dは、床面や陳列台等の設置面上に予め敷設した左
右一対のスライドレール20,20に挿入され、免震台
の位置決めを行なうものである。
FIG. 3 shows a specific example of the structure of the seismic isolation table mounting bracket 7. In the illustrated example, the seismic isolation table mounting bracket 7 is
a, a cylindrical damper 7b made of rubber, a coil spring or the like attached to the lower surface of the substrate 1
b, and a slider 7 fixed to the lower end of the threaded shaft 7c
d, lock nuts 7e and 7f for fixing the position, and a ring 7g for preventing the shaft from coming off. The slider 7d is inserted into a pair of left and right slide rails 20, 20 previously laid on an installation surface such as a floor surface or a display stand, and positions the seismic isolation table.

【0029】まず最初に、上記構造になる免震台の設置
と保護物品の陳列作業について説明する。なお、本発明
の免震台を設置するための左右一対のスライドレール2
0,20は、図4に例示するように、陳列台等の所定の
位置に予め敷設されているものとする。
First, the installation of the seismic isolation table having the above structure and the display of the protective articles will be described. In addition, a pair of left and right slide rails 2 for installing the seismic isolation table of the present invention.
It is assumed that 0 and 20 are previously laid at predetermined positions on a display stand or the like as illustrated in FIG.

【0030】さて、本発明の免震台をスライドレール2
0,20に取り付けるには、基板1の下面3箇所に取り
付けられている免震台設置用金具7の各スライダ7dを
前記左右一対のスライドレール20,20内に挿入し、
免震台をスライドレール20,20に沿って移動させる
ことにより、指定の陳列位置まで運ぶ。免震台を指定の
陳列位置まで運んだら、基板1の下面3箇所に設けた各
免震台設置用金具7のロックナット7fをそれぞれ回し
て締め、免震台を当該位置に固定する。
Now, the seismic isolation table of the present invention is mounted on the slide rail 2.
In order to attach the sliders 7d of the seismic isolation table mounting brackets 7 attached to three lower surfaces of the substrate 1, the sliders 7d are inserted into the pair of left and right slide rails 20, 20, respectively.
The seismic isolation table is moved along the slide rails 20 and 20 to the designated display position. After the seismic isolation table is transported to the designated display position, the lock nuts 7f of the respective seismic isolation table mounting brackets 7 provided on the three lower surfaces of the substrate 1 are rotated and tightened, and the seismic isolation table is fixed at the position.

【0031】次いで、免震台の台板2上に、免震台の水
平をとるための例えば水準器を載せ、この水準器を見な
がら、各免震台設置用金具7のロックナット7eをそれ
ぞれ回し、免震台の傾きを調節することによって水平を
とる。
Next, a level, for example, for leveling the seismic isolation table is placed on the base plate 2 of the seismic isolation table, and while watching this level, the lock nut 7e of each mounting bracket 7 for the seismic isolation table is removed. Turn each and adjust the tilt of the base isolation table to take the level.

【0032】このようにして免震台の水平をとった後、
台板2上に、例えば図4に示すように、保護物品たる陶
器等の古美術品を載せ、陳列用のガラスケースCで覆
う。以上の作業によって、免震台の設置と保護物品の陳
列作業が完了する。
After leveling the seismic isolation table in this way,
For example, as shown in FIG. 4, antique articles such as pottery as protective articles are placed on the base plate 2 and covered with a glass case C for display. With the above operations, the installation of the seismic isolation table and the display of the protective articles are completed.

【0033】次に、上記のようにして保護物品を載せら
れた免震台の振動吸収動作について説明する。地震等が
発生し、免震台を設置した建物全体が揺れると、免震台
の基板1も建物と一緒になって揺れる。しかしながら、
本発明の免震台の場合、基板1とその上側の中板3の間
には3個の球状凹曲面4と3個のフリーベアリング5か
らなる第1の揺れ吸収機構が構成され、さらに、中板3
とその上側の台板2の間には3個の球状凹曲面4と3個
のフリーベアリング5からなる第2の揺れ吸収機構が構
成されているので、この上下二段に構成された2つの揺
れ吸収機構の転がり作用と、台板2及びその上に載せら
れた保護物品の自重による慣性の相互作用によって、地
震による振動が効果的に減衰される。したがって、台板
2上に載せられた保護物品が揺れて落ちるといようなこ
とがほとんどなくなり、地震時に保護物品が倒れて壊れ
るというような事故を確実に防止することができる。
Next, a description will be given of the vibration absorbing operation of the seismic isolation table on which the protective article is placed as described above. When an earthquake or the like occurs and the entire building on which the seismic isolation base is installed shakes, the base plate 1 of the seismic isolation base also shakes together with the building. However,
In the case of the seismic isolation table of the present invention, a first swing absorbing mechanism including three spherical concave curved surfaces 4 and three free bearings 5 is configured between the substrate 1 and the upper middle plate 3. Middle plate 3
And a second swing absorbing mechanism composed of three spherical concave curved surfaces 4 and three free bearings 5 between the upper and lower base plates 2, the two upper and lower two-stage The vibration caused by the earthquake is effectively attenuated by the rolling action of the swing absorbing mechanism and the inertia interaction of the base plate 2 and the protective articles placed thereon due to its own weight. Therefore, it is almost impossible for the protective article placed on the base plate 2 to shake and fall, and it is possible to reliably prevent an accident that the protective article falls down and breaks during an earthquake.

【0034】また、台板2と中板3は、3個の球状凹曲
面4と3個のフリーベアリング5の作用によってそれぞ
れ水平状態を保ったまま平行移動するので、最上段の台
板2は、傾斜することなく水平を保ったまま水平方向3
60°の全方向に自在に揺動することができる。このた
め、すべての方向の揺れに対して同じ免震効果を発揮す
ることができる。
The base plate 2 and the middle plate 3 move in parallel while maintaining the horizontal state by the action of the three spherical concave curved surfaces 4 and the three free bearings 5. , Horizontal 3 without tilting
It can swing freely in all directions of 60 °. For this reason, the same seismic isolation effect can be exerted against shaking in all directions.

【0035】また、3個の球状凹曲面4と3個のフリー
ベアリング5から構成された揺れ吸収機構を上下二段に
形成しているので、一段構成の場合に比べて個々の揺れ
吸収機構の揺れ幅をそれぞれ小さくすることができる。
このため、球状凹曲面4の曲面差し渡し径Lを小さくす
ることができ、免震台をそれだけ小型に構成することが
できる。
Further, since the swing absorbing mechanism composed of the three spherical concave curved surfaces 4 and the three free bearings 5 is formed in two upper and lower stages, the vibration absorbing mechanism of each individual swing absorbing mechanism is compared with the case of the single stage configuration. The swing width can be reduced.
For this reason, the curved surface passing diameter L of the spherical concave curved surface 4 can be reduced, and the seismic isolation table can be made smaller accordingly.

【0036】また、中板3を境にして、その上側に位置
する球状凹曲面4とその下側に位置する球状凹曲面4の
曲率半径を変えてやれば、曲率半径の小さな球状凹曲面
側で周期の短い激しい揺れを効率よく減衰し、さらに、
曲率半径の大きな球状凹曲面側で周期の長い小さなゆれ
を効率よく減衰することができ、地震発生時の初期微震
から本震、余震に至るまで、様々な振動に対してより効
果的に対処することができる。
If the radius of curvature of the spherical concave surface 4 located above and below the intermediate plate 3 is changed, the spherical concave surface having a small radius of curvature can be obtained. Effectively attenuates short periods of intense shaking,
Able to efficiently attenuate small long-period fluctuations on the spherical concave surface with a large radius of curvature, and more effectively cope with various vibrations from the initial microshock at the time of the earthquake to the main shock and aftershocks Can be.

【0037】さらに、台板2と中板3は、3個の球状凹
曲面4と3個のフリーベアリング5によって支持されて
いるので、常に水平状態を保ったまま左右に揺れ、台板
2が傾いてその上に載せた物品が滑り落ちるというよう
なこともない。
Further, since the base plate 2 and the middle plate 3 are supported by the three spherical concave curved surfaces 4 and the three free bearings 5, the base plate 2 and the middle plate 3 swing right and left while always maintaining a horizontal state, and the base plate 2 is moved. There is no such thing that the article placed on it tilts and slides down.

【0038】図5に、本発明に係る免震台の第2の実施
の形態を示す。この第2の実施の形態は、前記第1の実
施の形態(図1)と同様の構成において、台板2と中板
3の揺れを制動するための接触摩擦式のブレーキ機構を
各フリーベアリング5の周りに付設したものである。
FIG. 5 shows a second embodiment of the seismic isolation table according to the present invention. The second embodiment is different from the first embodiment (FIG. 1) in that a contact friction type brake mechanism for braking the swing of the base plate 2 and the middle plate 3 is provided by each free bearing. It is attached around 5.

【0039】すなわち、基板1及び台板2に固設された
各フリーベアリング5の周りに、筒状のブレーキカラー
8を遊嵌し、このブレーキカラー8の先端面に、合成樹
脂等の所定の材質からなる摩擦部材9を固着したもので
ある。ブレキーカラー8は、その外周囲に縮設配置した
スプリング10によって常時中板3側に向けて付勢され
ており、その先端面の摩擦部材9を球状凹曲面4の表面
に所定の圧力で押し付けてやることにより、基台1と中
板3の間、及び台板2と中板3の間に適度な制動力を作
用させ、揺れの振幅を安全範囲内に規制すると共に、地
震が終わっても免震台が長時間に渡って揺れ続けること
を防止している。
That is, a cylindrical brake collar 8 is loosely fitted around each free bearing 5 fixed to the base plate 1 and the base plate 2, and a predetermined surface such as a synthetic resin is The friction member 9 made of a material is fixed. The Breky collar 8 is constantly urged toward the middle plate 3 by a spring 10 which is contracted and arranged around its outer periphery, and the friction member 9 at the tip end surface thereof is pressed against the surface of the spherical concave curved surface 4 by a predetermined pressure. By pressing, a moderate braking force is applied between the base 1 and the middle plate 3 and between the base plate 2 and the middle plate 3 to regulate the amplitude of the sway within a safe range and end the earthquake. Even so, the seismic isolation table is prevented from shaking for a long time.

【0040】図6に、本発明に係る免震台の第3の実施
の形態を示す。この第3の実施の形態は、前記第1の実
施の形態(図1)と同様の構成において、接触摩擦式の
ブレーキ機構を免震台の中心位置に上下1個づつ付設し
たものである。
FIG. 6 shows a third embodiment of the base isolation table according to the present invention. In the third embodiment, a contact friction type brake mechanism is provided at the center of the seismic isolation table, one at a time, in the same configuration as the first embodiment (FIG. 1).

【0041】すなわち、中板3の中心位置の上下両面を
貫いて案内筒15を固設し、この案内筒15の周りに、
先端面に摩擦部材9を固着した筒状のブレーキカラー8
を遊嵌したものである。ブレキーカラー8は、その周囲
に縮設配置したスプリング10によって常時中板3に向
けて付勢されており、その先端面の摩擦部材9を基台1
と台板2の表面にそれぞれ所定の接触圧で押し付けられ
ている。このような構成のブレーキ機構とすることによ
り、前述した第2の実施の形態(図4)と同様に、基台
1と中板3の間及び台板2と中板3の間に適度な制動力
を作用させることができる。
That is, a guide tube 15 is fixedly provided through the upper and lower surfaces at the center position of the middle plate 3, and around the guide tube 15,
A cylindrical brake collar 8 having a friction member 9 fixed to the tip end surface
Is loosely fitted. The Brekey collar 8 is constantly urged toward the middle plate 3 by a spring 10 which is contracted and arranged around the Brekey collar 8, and the friction member 9 on the distal end surface thereof is attached to the base 1.
And the surface of the base plate 2 with a predetermined contact pressure. With the brake mechanism having such a configuration, an appropriate amount of space between the base 1 and the middle plate 3 and between the base plate 2 and the middle plate 3 can be obtained similarly to the above-described second embodiment (FIG. 4). A braking force can be applied.

【0042】図7に、本発明に係る免震台の第4の実施
の形態を示す。この第4の実施の形態は、前記第1の実
施の形態(図1)と同様の構成において、磁気反発式の
ブレーキ機構を付設したものである。
FIG. 7 shows a fourth embodiment of the seismic isolation table according to the present invention. The fourth embodiment is similar to the first embodiment (FIG. 1) except that a magnetic repulsion type brake mechanism is additionally provided.

【0043】すなわち、中板3の中心に位置して、フェ
ライト等の永久磁石からなる磁気筒13を中板3の上下
両面を貫通して固設すると共に、該磁気筒13を中心と
して、基板1と台板2のそれぞれに、4個のフリーベア
リング5に内接する大きさの径になるフェライト等の永
久磁石からなる磁気リング14を固設したものである。
That is, a magnetic cylinder 13 made of a permanent magnet such as ferrite is fixedly mounted at the center of the middle plate 3 so as to penetrate through the upper and lower surfaces of the middle plate 3. A magnetic ring 14 made of a permanent magnet such as ferrite having a diameter large enough to be inscribed in the four free bearings 5 is fixed to each of the base plate 1 and the base plate 2.

【0044】前記磁気筒13と磁気リング14は、その
対向する面に同一極性の磁極、例えば図示するように、
磁気筒13の外周面がN極のとき磁気リング14の内周
面がN極となるようにそれぞれ磁化されている。したが
って、台板2と中板3が揺れ等によって中心位置から外
れると、磁気筒13と磁気リング14の磁気反発力によ
って中心方向に向かって引き戻され、台板2と中板3が
基板1上から外れてしまうというようなことが防止され
る。
The magnetic cylinder 13 and the magnetic ring 14 have magnetic poles of the same polarity on their opposing surfaces, for example, as shown in FIG.
The magnetic ring 13 is magnetized so that the inner peripheral surface of the magnetic ring 14 has the N pole when the outer peripheral surface of the magnetic cylinder 13 has the N pole. Therefore, when the base plate 2 and the middle plate 3 deviate from the center position due to shaking or the like, they are pulled back toward the center by the magnetic repulsive force of the magnetic cylinder 13 and the magnetic ring 14, and the base plate 2 and the middle plate 3 are placed on the substrate 1. It is possible to prevent such a situation from being deviated.

【0045】この磁気反発式のブレーキ機構を採用した
場合、制動力が揺れの振幅に比例して滑らかに変わって
いくので、急激な制動力がかかることがなく、極めてス
ムーズな制動をかけることができる。
When this magnetic repulsion type brake mechanism is employed, the braking force changes smoothly in proportion to the amplitude of the swing, so that an extremely smooth braking can be applied without a sudden braking force being applied. it can.

【0046】図8(a)(b)に、本発明に係る免震台
の第5の実施の形態を示す。この第5の実施の形態は、
前記第2の実施の形態(図5)と同様の構成において、
接触摩擦式のブレーキ機構に加え、さらに重力引き戻し
式のブレーキ機構を付加したものである。
FIGS. 8A and 8B show a fifth embodiment of the seismic isolation table according to the present invention. In the fifth embodiment,
In the same configuration as the second embodiment (FIG. 5),
In addition to a contact friction type brake mechanism, a gravity pull back type brake mechanism is further added.

【0047】すなわち、各球状凹曲面4の周辺部の曲率
半径を小さくし、立上がり傾斜の大きな曲面4aとした
ものである。このように、球状凹曲面4の周辺部を立上
がり傾斜の大きな曲面4aとすれば、この曲面4aまで
達するような大きな揺れが発生したときに急峻な傾斜面
による重力の引き戻し力が制動力として作用するので、
より確実、かつ、緩やかに制動をかけることができる。
このため、台板2と中板3が限界以上に移動して基板1
上から外れてしまうというような不測の事故を防止する
ことができる。
That is, the radius of curvature of the peripheral portion of each spherical concave curved surface 4 is reduced to form a curved surface 4a having a large rising slope. As described above, when the peripheral portion of the spherical concave curved surface 4 is a curved surface 4a having a large rising slope, when a large swing reaching the curved surface 4a occurs, the force of pulling back gravity by the steep inclined surface acts as a braking force. So
More reliable and gentle braking can be applied.
For this reason, the base plate 2 and the middle plate 3 move beyond the limit and the substrate 1
It is possible to prevent an unexpected accident such as coming off from above.

【0048】図9に、本発明に係る免震台の第6の実施
の形態を示す。この第6の実施の形態は、前述した第1
の実施の形態(図1)とは逆に、基台1と台板2の側に
所定の曲率半径からなる球状凹曲面4,4をそれぞれ形
成すると共に、中板2の側にフリーベアリング5を設け
たものである。このように、球状凹曲面4とフリーベア
リング5を逆に設けても、同様の効果を奏することがで
きるものである。なお、この第6の実施の形態の場合、
ブレーキ機構としては、接触摩擦式、磁気反発式、重力
引き戻し式のものを採用することができる。
FIG. 9 shows a sixth embodiment of the seismic isolation table according to the present invention. The sixth embodiment is similar to the first embodiment described above.
Contrary to the embodiment (FIG. 1), spherical concave curved surfaces 4 and 4 having a predetermined radius of curvature are formed on the base 1 and the base plate 2 respectively, and the free bearing 5 is formed on the middle plate 2 side. Is provided. Thus, even if the spherical concave curved surface 4 and the free bearing 5 are provided in reverse, the same effect can be obtained. In the case of the sixth embodiment,
As the brake mechanism, a contact friction type, a magnetic repulsion type, and a gravity pullback type can be adopted.

【0049】図10に、本発明に係る免震台の第7の実
施の形態を示す。この第7の実施の形態は、中板3の上
下両面、基板1の上面、台板2の下面のそれぞれに、3
個の球状凹曲面4を対向して形成し、この上下に対向す
る球状凹曲面4の間に球状回転体16を挟み込むことに
よって、台板2と中板3を基板1上に揺動自在に載置し
たものである。このような構成とすることにより、構造
をより簡素化することができる。なお、この第7の実施
の形態の場合、ブレーキ機構としては、接触摩擦式、重
力引き戻し式のものを採用することができる。
FIG. 10 shows a seventh embodiment of the seismic isolation table according to the present invention. In the seventh embodiment, the upper and lower surfaces of the intermediate plate 3, the upper surface of the substrate 1, and the lower surface of the
By forming the spherical concave curved surfaces 4 facing each other and sandwiching the spherical rotating body 16 between the spherical concave curved surfaces 4 facing up and down, the base plate 2 and the intermediate plate 3 can swing on the substrate 1. It is placed. With such a configuration, the structure can be further simplified. In the case of the seventh embodiment, as the brake mechanism, a contact friction type or a gravity retraction type can be adopted.

【0050】図11に、本発明に係る免震台の第8の実
施の形態を示す。この第8の実施の形態は、基板1の上
面と中板3の上下両面のそれぞれに、3個の球状凹曲面
4を形成し、この基板1の上面と中板3の下面の対向す
る3個の球状凹曲面4の間に球状回転体16を挟み込む
と共に、台板2の下面には、中板3の上面に形成された
3個の球状凹曲面4のそれぞれに対向させて、その先端
に回転自在な球状回転体5aを備えた3個のフリーベア
リング5を球状凹曲面4の中心に一致させてそれぞれ固
設したものである。なお、この第8の実施の形態の場
合、ブレーキ機構としては、基板1と中板3の間には接
触摩擦式、重力引き戻し式のものを、また、台板2と中
板3との間には接触摩擦式、磁気反発式、重力引き戻し
式のものを採用することができる。
FIG. 11 shows an eighth embodiment of a base isolation table according to the present invention. In the eighth embodiment, three spherical concave curved surfaces 4 are formed on the upper surface of the substrate 1 and the upper and lower surfaces of the intermediate plate 3, respectively, so that the upper surface of the substrate 1 and the lower surface of the intermediate plate 3 face each other. The spherical rotating body 16 is sandwiched between the spherical concave curved surfaces 4, and the lower end of the base plate 2 is opposed to each of the three spherical concave curved surfaces 4 formed on the upper surface of the middle plate 3, Three free bearings 5 each having a rotatable spherical rotator 5a are fixedly aligned with the center of the spherical concave curved surface 4 respectively. In the case of the eighth embodiment, as the brake mechanism, a contact friction type and a gravity pull-back type are used between the base plate 1 and the middle plate 3, and the brake mechanism is provided between the base plate 2 and the middle plate 3. A contact friction type, a magnetic repulsion type, and a gravity pull-back type can be adopted as the device.

【0051】なお、上記各実施の形態においては、球状
凹曲面4を中板3の両面、あるいはは基台1の上面や台
板2の下面に一体成形した場合を例示したが、必ずしも
一体成形する必要はない。例えば、中板3の場合を例に
採ると、図12(a)に示すように、平板からなる芯板
17の表裏面に、球状凹曲面を削り出した皿18を貼り
合わせてもよいし、図12(b)に示すように、平板か
らなる芯板17の表裏面に、球状凹曲面にプレスした皿
19を溶着する等して形成してもよいものである。この
皿18,19の材質としては、金属(鉄、真鍮、ステン
レス鋼、アルミ等)や硬質合成樹脂等の固くて経年変化
の起こりにくいものを用いることが望ましい。
In each of the above embodiments, the case where the spherical concave curved surface 4 is integrally formed on both surfaces of the intermediate plate 3 or the upper surface of the base 1 or the lower surface of the base plate 2 is exemplified. do not have to. For example, taking the case of the middle plate 3 as an example, as shown in FIG. 12A, a plate 18 having a spherical concave curved surface may be bonded to the front and back surfaces of a core plate 17 made of a flat plate. As shown in FIG. 12B, a plate 19 pressed to a spherical concave curved surface may be welded to the front and back surfaces of a core plate 17 made of a flat plate. As the material of the plates 18 and 19, it is desirable to use a hard material that does not easily change over time, such as a metal (iron, brass, stainless steel, aluminum, etc.) or a hard synthetic resin.

【0052】また、上記各実施の形態においては、1つ
の平面上に球状凹曲面4を3三角形状に3個並べて揺れ
吸収機構を構成した場合を例示したが、1つの平面に並
べる球状凹曲面4の個数はこの数に限定されるものでは
なく、それ以上の数であってもよいものである。しかし
ながら、実際の使用状態を勘案すると、免震台の水平状
態を最も安定かつ確実に維持することができ、しかも、
簡単に水平をとることができる3個とすることが最も好
ましい。
Further, in each of the above-described embodiments, a case has been exemplified in which three spherical concave curved surfaces 4 are arranged in three triangles on one plane to constitute a swing absorbing mechanism. However, spherical concave curved surfaces arranged on one plane are provided. The number of 4 is not limited to this number, and may be more. However, considering the actual use condition, it is possible to maintain the horizontal state of the seismic isolation table most stably and reliably.
It is most preferable to use three pieces that can be easily leveled.

【0053】また、上記各実施の形態においては、免震
台設置用金具7とスライドレール20,20を用いて免
震台を設置する場合を例示したが、免震台の設置方法は
これに限られるものではない。例えば、スライドレール
20,20を敷設できない場所や一般家庭等において
は、前記免震台設置用金具7とスライドレール20,2
0に代えて、ゴムダンパを基板1の下面四隅に直接敷
き、各ゴムダンパの高さを調節することによって免震台
の水平をとってやればよい。なお、いずれの場合におい
ても、免震台の基板1は地震と一緒になって揺れる建物
や構造物に固定しておく必要がある。
Further, in each of the above-described embodiments, the case where the seismic isolation table is installed by using the seismic isolation table mounting bracket 7 and the slide rails 20 and 20 has been exemplified. It is not limited. For example, in places where the slide rails 20 and 20 cannot be laid or in general homes, the seismic isolation table mounting bracket 7 and the slide rails 20 and 2 are used.
Instead of 0, rubber dampers may be laid directly on the four lower corners of the substrate 1 and the height of each rubber damper may be adjusted to level the seismic isolation table. In any case, the base plate 1 of the seismic isolation table must be fixed to a building or a structure that shakes with the earthquake.

【0054】以上、本発明の実施の形態について種々説
明したが、本発明は上記各実施の形態に限定されるもの
ではなく、その発明の主旨に沿った各種の変形並びに応
用が可能である。
Although various embodiments of the present invention have been described above, the present invention is not limited to the above embodiments, and various modifications and applications can be made in accordance with the gist of the present invention.

【0055】[0055]

【発明の効果】本発明の免震台によれば、次のような優
れた効果を発揮することができる。 (1) 球状凹曲面とフリーベアリングからなる上下二
段構成の揺れ吸収機構、あるいは球状凹曲面と球状回転
体からなる上下二段構成の揺れ吸収機構を採用している
ため、あらゆる方向の揺れに対して極めて高い免震効果
を発揮することができる。また、台板は水平状態を保っ
たまま水平方向360°の全方向に平行移動しながら揺
動するので、台板が傾斜することがなく、台板上に載せ
た保護物品が落ちたり、倒れたりするようなことがな
い。
According to the seismic isolation table of the present invention, the following excellent effects can be exhibited. (1) Employs a vertical two-stage swing absorbing mechanism consisting of a spherical concave curved surface and a free bearing, or a vertical two-stage swing absorbing mechanism consisting of a spherical concave curved surface and a spherical rotating body. Extremely high seismic isolation can be achieved. In addition, since the base plate swings while moving horizontally in all directions of 360 ° while maintaining the horizontal state, the base plate does not tilt, and the protective article placed on the base plate falls or falls down. There is no such thing as.

【0056】(2)球状凹曲面とフリーベアリングまた
は球状凹曲面と球状回転体とによって揺れ吸収機構を構
成しているので、レールと車輪をX軸方向とY軸方向に
組み合わせた従来の免震台に比べて構造が簡単となり、
免震台を小型化することができる。
(2) Since the swing absorption mechanism is constituted by the spherical concave curved surface and the free bearing or the spherical concave curved surface and the spherical rotating body, the conventional seismic isolation system in which the rail and the wheel are combined in the X-axis direction and the Y-axis direction. The structure is simpler than the table,
The seismic isolation table can be downsized.

【0057】中板を境界として上側と下側の球状凹曲面
の曲率半径を変えることにより、曲率半径の小さな球状
凹曲面側で周期の短い激しい揺れを効率よく減衰し、さ
らに、曲率半径の大きな球状凹曲面側で周期の長い小さ
なゆれを効率よく減衰することができ、初期微動から本
震、余震に至るまで、地震時に発生する様々な振動に対
してより効果的に対処することができる。
By changing the radii of curvature of the upper and lower spherical concave surfaces with the middle plate as a boundary, vigorous shaking with a short cycle is efficiently attenuated on the spherical concave surface having a small radius of curvature, and the radius of curvature is further increased. It is possible to efficiently attenuate small shaking with a long period on the concave spherical surface side, and to more effectively cope with various vibrations generated during an earthquake, from initial tremor to main shock and aftershock.

【0058】(3)いくつかの大きさと形状の規格品を
用意しておくだけで、種々の大きさ及び形状の保護物品
に柔軟に対処することができる。このため、従来のよう
に個々の保護物品に合わせて免震台を特別注文で作る必
要がなくなり、取り扱いを簡単にすることができると共
に、大幅なコスト低減を図ることができる。
(3) It is possible to flexibly cope with protective articles of various sizes and shapes simply by preparing standardized products of several sizes and shapes. For this reason, it is not necessary to make a seismic isolation table according to each protection article by a special order as in the related art, so that the handling can be simplified and the cost can be significantly reduced.

【0059】(4)揺れ吸収機構を二段に形成してして
いるので、地震等の揺れを上下2つの揺れ吸収機構で分
担して吸収することができる。このため、個々の揺れ吸
収機構の水平方向の揺れ幅を小さくすることができるの
で、揺れを吸収するための球状凹曲面の曲面差し渡し径
を小さくすることができ、免震台を小型に構成すること
ができる。
(4) Since the vibration absorbing mechanism is formed in two stages, the vibration such as an earthquake can be shared and absorbed by the upper and lower two vibration absorbing mechanisms. For this reason, since the horizontal swing width of each swing absorbing mechanism can be reduced, the radius of the curved concave surface for absorbing the swing can be reduced, and the seismic isolation table can be made compact. be able to.

【0060】(5)基板と中板の間及び中板と台板の間
に水平方向の揺れを制動するブレーキ機構を設けること
により、大きな揺れが発生した場合等においても台板と
中板が基板上からずれて外れてしまうというようなこと
を防止でき、より安全に使用することができる。特に、
磁気反発式のブレーキ機構を採用した場合、制動力が揺
れの振幅に比例して滑らかに変わっていくので、急激な
制動力がかかることがなく、極めてスムーズな制動をか
けることができる。
(5) By providing a brake mechanism for damping horizontal vibration between the substrate and the middle plate and between the middle plate and the base plate, the base plate and the middle plate are displaced from the substrate even when a large shake occurs. It can be prevented from coming off and can be used more safely. In particular,
When a magnetic repulsion type brake mechanism is employed, the braking force changes smoothly in proportion to the amplitude of the swing, so that an extremely smooth braking can be applied without applying a sudden braking force.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1の実施の形態を示し、(a)はそ
の平面図、(b)は(a)中のA−A線断面図である。
FIGS. 1A and 1B show a first embodiment of the present invention, wherein FIG. 1A is a plan view thereof, and FIG. 1B is a sectional view taken along line AA in FIG.

【図2】(a)は上向き用フリーベアリングの縦断面
図、(b)は下向き用フリーベアリングの縦断面図であ
る。
2A is a longitudinal sectional view of an upward free bearing, and FIG. 2B is a longitudinal sectional view of a downward free bearing.

【図3】免震台設置用金具の具体的な構造例を示す拡大
縦断面図である。
FIG. 3 is an enlarged vertical sectional view showing a specific example of the structure of a seismic isolation table installation bracket.

【図4】免震台の設置例を示す斜視図である。FIG. 4 is a perspective view showing an example of installation of a seismic isolation table.

【図5】本発明の第2の実施の形態を示し、(a)はそ
の平面図、(b)は(a)中のB−B線断面図である。
FIGS. 5A and 5B show a second embodiment of the present invention, wherein FIG. 5A is a plan view thereof, and FIG. 5B is a sectional view taken along line BB in FIG.

【図6】本発明の第3の実施の形態を示し、(a)はそ
の平面図、(b)は(a)中のC−C線断面図である。
6A and 6B show a third embodiment of the present invention, wherein FIG. 6A is a plan view thereof, and FIG. 6B is a sectional view taken along line CC in FIG.

【図7】本発明の第4の実施の形態を示し、(a)はそ
の平面図、(b)は(a)中のD−D線断面図である。
7A and 7B show a fourth embodiment of the present invention, wherein FIG. 7A is a plan view thereof, and FIG. 7B is a sectional view taken along line DD in FIG. 7A.

【図8】本発明の第5の実施の形態を示し、(a)はそ
の平面図、(b)は(a)中のE−E線断面図である。
8A and 8B show a fifth embodiment of the present invention, wherein FIG. 8A is a plan view thereof, and FIG. 8B is a sectional view taken along line EE in FIG. 8A.

【図9】本発明の第6の実施の形態の縦断面図である。FIG. 9 is a vertical sectional view of a sixth embodiment of the present invention.

【図10】本発明の第7の実施の形態の縦断面図であ
る。
FIG. 10 is a longitudinal sectional view of a seventh embodiment of the present invention.

【図11】本発明の第8の実施の形態の縦断面図であ
る。
FIG. 11 is a longitudinal sectional view of an eighth embodiment of the present invention.

【図12】(a)(b)は球状凹曲面の形成方法の例を
示す図である。
12A and 12B are diagrams illustrating an example of a method of forming a spherical concave curved surface.

【図13】従来の免震台の一例を示す略示分解斜視図で
ある。
FIG. 13 is a schematic exploded perspective view showing an example of a conventional seismic isolation table.

【符号の説明】[Explanation of symbols]

1 基板 2 台板 3 中板 4 球状凹曲面 5 フリーベアリング 5a 球状回転体 5b ベアリング基台 5c ベアリング 7 免震台設置用金具 8 ブレーキカラー 9 摩擦部材 10 スプリング 13 磁気筒 14 磁気リング 15 案内筒 16 球状回転体 17 芯板 18 削り出し皿 19 ブレス皿 20 スライドレール DESCRIPTION OF SYMBOLS 1 Substrate 2 Base plate 3 Middle plate 4 Spherical concave curved surface 5 Free bearing 5a Spherical rotating body 5b Bearing base 5c Bearing 7 Seismic isolation base mounting bracket 8 Brake collar 9 Friction member 10 Spring 13 Magnetic cylinder 14 Magnetic ring 15 Guide cylinder 16 Spherical rotating body 17 Core plate 18 Machined plate 19 Breath plate 20 Slide rail

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 保護物品を載せる台板と、床等の設置面
上に載置される基板と、これら台板と基板との間に介装
された中板とを備え、 前記中板の上下両面には、球状凹曲面がそれぞれ3個以
上形成されていると共に、前記基板の上面と前記台板の
下面には、前記中板の上下両面に形成された各球状凹曲
面に対向させて、先端に回転自在な球状回転体を備えた
フリーベアリングが該対向する球状凹曲面の中心位置に
それぞれ当接するように固設されており、 これら当接する各球状凹曲面と球状回転体との転がり作
用によって、前記台板と中板をそれぞれ水平状態を保っ
たまま水平方向360°の全方向に揺動自在としたこと
を特徴とする免震台。
1. A base plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and a middle plate interposed between the base plate and the substrate. On each of the upper and lower surfaces, three or more spherical concave curved surfaces are formed, and on the upper surface of the substrate and the lower surface of the base plate, the spherical concave curved surfaces formed on the upper and lower surfaces of the middle plate are opposed to each other. A free bearing having a rotatable spherical rotating body at the tip is fixedly mounted so as to abut on the center position of the opposed spherical concave curved surface, and the rolling of each abutting spherical concave curved surface and the spherical rotating body is performed. A seismic isolation table characterized in that the base plate and the middle plate are swingable in all directions of 360 ° in a horizontal direction while maintaining a horizontal state by an action.
【請求項2】 保護物品を載せる台板と、床等の設置面
上に載置される基板と、これら台板と基板との間に介装
された中板とを備え、 前記基板の上面と前記台板の下面には、球状凹曲面がそ
れぞれ3個以上形成されていると共に、前記中板の上下
両面には、前記基板の上面と台板の下面に形成された各
球状凹曲面に対向させて、先端に回転自在な球状回転体
を備えたフリーベアリングが該対向する球状凹曲面の中
心位置にそれぞれ当接するように固設されており、 これら当接する各球状凹曲面と球状回転体との転がり作
用によって、前記台板と中板をそれぞれ水平状態を保っ
たまま水平方向360°の全方向に揺動自在としたこと
を特徴とする免震台。
2. A base plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and an intermediate plate interposed between the base plate and the substrate. On the lower surface of the base plate, three or more spherical concave curved surfaces are formed, and on the upper and lower surfaces of the middle plate, the spherical concave curved surfaces formed on the upper surface of the substrate and the lower surface of the base plate are formed. Opposing free bearings each having a rotatable spherical rotating body at the tip are fixedly mounted so as to abut on the center positions of the opposed spherical concave curved surfaces, respectively. The seismic isolation table is characterized in that the base plate and the middle plate are allowed to swing in all directions of 360 ° in a horizontal direction while the horizontal state is maintained by the rolling action of the base plate and the middle plate.
【請求項3】 保護物品を載せる台板と、床等の設置面
上に載置される基板と、これら台板と基板との間に介装
された中板とを備え、 前記中板の上下両面には、球状凹曲面がそれぞれ3個以
上形成されていると共に、前記基板の上面と前記台板の
下面には、前記中板の上下両面に形成された各球状凹曲
面に対向させて球状凹曲面がそれぞれ形成されており、 前記上下に向き合って対向する各球状凹曲面の間に回転
自在な球状回転体を挟み込み、 これら当接する各球状凹曲面と球状回転体との転がり作
用によって、前記台板と中板をそれぞれ水平状態を保っ
たまま水平方向360°の全方向に揺動自在としたこと
を特徴とする免震台。
3. A base plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and a middle plate interposed between the base plate and the substrate. On each of the upper and lower surfaces, three or more spherical concave curved surfaces are formed, and on the upper surface of the substrate and the lower surface of the base plate, the spherical concave curved surfaces formed on the upper and lower surfaces of the middle plate are opposed to each other. Spherical concave curved surfaces are formed respectively, and a rotatable spherical rotator is sandwiched between the spherical concave surfaces facing each other vertically, and the rolling action of each abutting spherical concave surface and the spherical rotator, A seismic isolation table characterized in that the base plate and the middle plate can be swung in all directions of 360 ° in a horizontal direction while maintaining the horizontal state.
【請求項4】 保護物品を載せる台板と、床等の設置面
上に載置される基板と、これら台板と基板との間に介装
された中板とを備え、 前記中板の上下両面には、球状凹曲面がそれぞれ3個以
上形成され、前記基板の上面には、前記中板の下面に形
成された各球状凹曲面に対向させて球状凹曲面が形成さ
れていると共に、該対向する球状凹曲面の間には回転自
在な球状回転体が挟み込まれ、かつ、前記台板の下面に
は、前記中板の上面に形成された各球状凹曲面に対向さ
せて、先端に回転自在な球状回転体を備えたフリーベア
リングが該対向する球状凹曲面の中心位置にそれぞれ当
接するように固設されており、 これら当接する各球状凹曲面と球状回転体との転がり作
用によって、前記台板と中板をそれぞれ水平状態を保っ
たまま水平方向360°の全方向に揺動自在としたこと
を特徴とする免震台。
4. A base plate on which a protective article is placed, a substrate placed on an installation surface such as a floor, and a middle plate interposed between the base plate and the substrate. On each of the upper and lower surfaces, three or more spherical concave curved surfaces are formed, and on the upper surface of the substrate, spherical concave curved surfaces are formed opposite to the spherical concave curved surfaces formed on the lower surface of the middle plate, A rotatable spherical rotator is sandwiched between the opposed spherical concave curved surfaces, and a lower surface of the base plate is opposed to each spherical concave surface formed on an upper surface of the middle plate, and is provided at a tip thereof. Free bearings having rotatable spherical rotating bodies are fixedly mounted so as to abut on the center positions of the opposed spherical concave curved surfaces, respectively, and by the rolling action of each abutting spherical concave curved surface and the spherical rotating body, While the base plate and the middle plate are kept horizontal, MenShindai, characterized in that the swingable in all directions in °.
【請求項5】 前記基板と中板の間及び中板と台板の間
に、水平方向の揺動を減衰するブレーキ機構を設けたこ
とを特徴とする請求項1〜4のいずれかに記載の免震
台。
5. The seismic isolation table according to claim 1, wherein a brake mechanism for damping horizontal swing is provided between the base plate and the middle plate and between the middle plate and the base plate. .
【請求項6】 前記ブレーキ機構が摩擦抵抗を利用した
接触摩擦式のブレーキ機構であることを特徴とする請求
項5記載の免震台。
6. The seismic isolation table according to claim 5, wherein said brake mechanism is a contact friction type brake mechanism utilizing frictional resistance.
【請求項7】 前記ブレーキ機構が同一極性の永久磁石
同士の磁気反発力を利用した磁気反発式のブレーキ機構
であることを特徴とする請求項5記載の免震台。
7. The seismic isolation table according to claim 5, wherein the brake mechanism is a magnetic repulsion type brake mechanism using magnetic repulsion between permanent magnets having the same polarity.
【請求項8】 前記ブレーキ機構が球状凹曲面の周縁部
を中心部よりも急峻に立ち上がらせた曲面からなる重力
引き戻し式のブレーキ機構であることを特徴とする請求
項5記載の免震台。
8. The seismic isolation table according to claim 5, wherein said brake mechanism is a gravity pull-back type brake mechanism having a curved surface in which a peripheral portion of a spherical concave curved surface rises more steeply than a central portion.
【請求項9】 前記中板を境界として、中板よりも上側
に位置する球状凹曲面と、中板よりも下側に位置する球
状凹曲面の曲率半径を異ならしめたことを特徴とする請
求項1〜8のいずれかに記載の免震台。
9. The curvature radius of a spherical concave curved surface located above the middle plate and a spherical concave curved surface located below the middle plate with the middle plate as a boundary, being different from each other. The base isolation table according to any one of Items 1 to 8.
JP10214579A 1998-07-29 1998-07-29 Base isolation bed Pending JP2000046105A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10214579A JP2000046105A (en) 1998-07-29 1998-07-29 Base isolation bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10214579A JP2000046105A (en) 1998-07-29 1998-07-29 Base isolation bed

Publications (1)

Publication Number Publication Date
JP2000046105A true JP2000046105A (en) 2000-02-18

Family

ID=16658063

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2857064A1 (en) * 2003-07-02 2005-01-07 Marc Meyer High-fidelity apparatus and support decoupling device, has ball bearing placed on outer cylinder so that lower part dimensions are based on bearing dimensions and on diameter of outer and inner cylinders to discharge vibrations by bearing
JP2012021638A (en) * 2010-07-12 2012-02-02 Kanazawa Seisakusho:Kk Base isolation device
CN102927183A (en) * 2012-10-15 2013-02-13 清华大学 Low-frequency two-degree-of-freedom horizontal vibration isolation mechanism
TWI417469B (en) * 2007-10-01 2013-12-01 Yu Guang Lai The hanged seismic isolation device
TWI417467B (en) * 2007-08-21 2013-12-01 Yu Guang Lai The rolling seismic isolation device
JP2014222093A (en) * 2013-05-14 2014-11-27 学校法人君が淵学園 Base isolation device

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JPH01275821A (en) * 1988-04-25 1989-11-06 Jon Wu Chuan Earthquakeproof construction method of earthquake interrupting function and structure thereof
JPH0413741U (en) * 1990-05-28 1992-02-04
JPH06241274A (en) * 1993-02-18 1994-08-30 Toshiba Corp Dynamic vibration reducer type damping device and damping device for internal pump
JPH07332433A (en) * 1994-04-12 1995-12-22 Toshiba Corp Dynamic vibration reducer
JPH0989028A (en) * 1995-09-22 1997-03-31 Tokico Ltd Sliding mechanism, earthquake isolation device and dumping device
JPH09144031A (en) * 1995-09-19 1997-06-03 Yohee Kitayoshi Base isolation construction of building
JPH09235909A (en) * 1996-03-01 1997-09-09 Esuio Kk Base isolation method and base isolation apparatus materializing the method, and structure equipped with the base isolation apparatus
JPH09256673A (en) * 1996-03-19 1997-09-30 Haujingu Tamura:Kk Base isolation device for structure
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device

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Publication number Priority date Publication date Assignee Title
JPH01275821A (en) * 1988-04-25 1989-11-06 Jon Wu Chuan Earthquakeproof construction method of earthquake interrupting function and structure thereof
JPH0413741U (en) * 1990-05-28 1992-02-04
JPH06241274A (en) * 1993-02-18 1994-08-30 Toshiba Corp Dynamic vibration reducer type damping device and damping device for internal pump
JPH07332433A (en) * 1994-04-12 1995-12-22 Toshiba Corp Dynamic vibration reducer
JPH09144031A (en) * 1995-09-19 1997-06-03 Yohee Kitayoshi Base isolation construction of building
JPH0989028A (en) * 1995-09-22 1997-03-31 Tokico Ltd Sliding mechanism, earthquake isolation device and dumping device
JPH09235909A (en) * 1996-03-01 1997-09-09 Esuio Kk Base isolation method and base isolation apparatus materializing the method, and structure equipped with the base isolation apparatus
JPH09256673A (en) * 1996-03-19 1997-09-30 Haujingu Tamura:Kk Base isolation device for structure
JPH1046867A (en) * 1996-07-31 1998-02-17 Fumio Hayashi Earthquake-resisting device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2857064A1 (en) * 2003-07-02 2005-01-07 Marc Meyer High-fidelity apparatus and support decoupling device, has ball bearing placed on outer cylinder so that lower part dimensions are based on bearing dimensions and on diameter of outer and inner cylinders to discharge vibrations by bearing
TWI417467B (en) * 2007-08-21 2013-12-01 Yu Guang Lai The rolling seismic isolation device
TWI417469B (en) * 2007-10-01 2013-12-01 Yu Guang Lai The hanged seismic isolation device
JP2012021638A (en) * 2010-07-12 2012-02-02 Kanazawa Seisakusho:Kk Base isolation device
CN102927183A (en) * 2012-10-15 2013-02-13 清华大学 Low-frequency two-degree-of-freedom horizontal vibration isolation mechanism
JP2014222093A (en) * 2013-05-14 2014-11-27 学校法人君が淵学園 Base isolation device

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